HomeMy WebLinkAboutS03.02 - STEEL DETAILSROOF SHEATHING -
REFGENERALNOTES �
TRUSSCONNECTORPER
NOTE �
ROOF SHEATHING -
REFPLAN
REFER TO ARCH
DRAW INGS FOR
FASCW AND
SOFFlT FRAMING ...
BRIDGING CONNECTOR
BETWEEN TRl1SSES BY
TRUSSMANUFACTURER
PER NOTE 2
TRU55 BEARINGr�.
EL(REFPLAN) �
CFSF ROOF TR1155 -
REF PLAN
STEELBEAM- �I �.r
REF PLAN � - -
1/8
CFSF ROOF TRUSS
BEARING ON STEEL BEAM
1 �,.=,._o.
NOTES:
�, PROVIDETRUSSCONNECTORCAPABLEOFRESISTINGUPLIFTPER
GENERAL NOTESAND BRIDGING CONNECTOR LOAD PER PLAN.
p, BRIDGINGCONNECTORSHALLBEDESIGNEDFOR240PLFIN-PLANELOAD.
NOTE-2
COLDFORMED
STEELTRUSS �
TRUSSMANUFACTURER
TO PROVIDE VERTICAL
@ MAX i 6" OC FOR
EXTERIOR BRICK
SUPPORT AND DESIGN
FOR OUT OF PLANE
W IN D LOAD
TRUSSCONNECTOR-
REF NOTE 1
TRU55 BEARING
EL�REFPLAN)
COL� FORM STU� WALL -
FEF AFCH
COLD-FORMED
JOIST OUTRIGGER
� �
KICKER AT
APPROXIMATELY 45° TO
BRACE TR1155 BY TR1155
MANUFACTURER
@MAX4'-0"OC
WALL SUPPORT AT GABLE ROOF
3,4• - , -0•
NOTES:
�, TR1155MANl1FACTl1RERTODESIGNTRl155CONNECTORTOTAKEOl1T-OFPLANE
LOAD OF 210 PLF (1 0 WL) CONNECTOR SHALLALLOW VERTIGAL MOVEMENT EQUAL
TO ANTICIPATED LNE LOAD DERECTION OF TRUSS.
2 TRUSSMANUFACTURERTODESIGNTRUSSFORi800LBS(10WL)AXIALLOAD
(TENSION & COMPRESSION�.
WALL CORNER OR END
BAR TO MATCH
TVPICAL VERTICAL
WALL REMFORCING
OR AS SPECIFIED
FOR SHEAR WALL
END BARS
\
CORNER BARS IN
MASONRVBOND
BEAMS-MATCH
BONDBEAM
REINFORCING
2 �•
— BOND BEAM REINFORCMG
2. �.
/ /
BAR TO MATCH TVPICAL
VERTICAL WALL REINFORQNG
OR AS SPECIFIED FOR SHEAR
WALL END BARS
CORNER BARS IN MASONRY
BONDBEAMS-MATCHBOND
BEAM REMFORCMG
BONDBEAM REMFORQNG-
REF DETAIL
\ Wl.IIL
TYPICAL CMU WALL
CORNER REINFORCING
6 �,.-,._o.
NOTES:
1. TVPICALVERTICALWALLREINFORCINGNOTSHOWNFOR
CLARITV.
STEEL BEAM -
REFPLAN,TVP -�
•/i6�
TYP
3/i6
L3x3x1/4 x 0'-6"
STEELTl16E -
REFPLAN,TYP
11
�
STOREFRONT TUBE
SUPPORT DETAIL
� �n^=r.n•
il4" THICK x 9"
x 6" PLATE —
BAR TO MATCH
TYPICAL VERTICAL
WALL REINFORCING
OR AS SPECIFlED FOR
SHEAR WALL END BARS � �
TYPICAL MASONRY WALL DETAIL
S/4 =l V
�
3/16
,c TYP
STOREFRONT TUBE
A� SUPPORT DETAIL
ic „��.-,..�.
ROOF SHEATHING -
REFGENERALNOTES
COLD-FORMED
JOIST OUTRIGGER
NOTE-2-
COLDFORMED
STEELTRUSS �
TR1155 MANl1FACTl1RER
TO PROVIDE VERTICAL
@ MAX i 6" OC FOR
EXTERIOR BRICK
SU PPORT AN D DESIGN
FOR OUT OF PLANE
W IND LOAD
TRUSSCONNECTOR- �
REFNOTEI
� TRU55 BEARING
EL(REFPLAN)
STEEL BEAM -
REF PLAN
L.1 L.1
KICKER AT
APPROXIMATELY 45° TO
BRACE TRU55 BV TRU55
MANUFACTURER
@MAX4'-0"OC
WALL SUPPORT AT GABLE ROOF
314• = 1 �•
NOTES:
1. TRUSS MANUFACTURER TO DESIGN TRUSS CONNECTOR FOR THE FOLLOW MG LOADS:
UPLIFT PER GENERAL NOTES
IN-PLANE SHEAR LOAD OF ]0 PLF (1.OW L)
2 TRUSS MANUFACTURER TO DESIGN TRUSS FOR 1800 LBS (1.0 WL�AXIAL LOAD
(TENSION & COMPRESSION).
REFARCH �� .I'
3/8"THICK � BRICKVENEER-
PLATE x CONT - � FEF AFCH
y�s p@�p � . ROOFDECK-
REF PLAN
3/18 2��2
STEELBEAM - I�I�
REF PLAN .�"�" �'� MIN
BRICK SUPPORT AT
� LOW ROOF
0
v 3�4. -, -o.
\ COLD-FORMED ROOF
�_ --, � TRUSS.REFERT01/503.02
k w � FOR INFORMATION NOT
ki w� SHOWN
x
'�— 31i6" THICK W EB
I STIFFENER
I '- STEEL BEAM -
REF PLAN
STEEL COLUMN -
REF PLAN � .. . . . ryp
I ., .,.... 3116
� 3/16" THICK
,I STIFFENER PLATE
� L6x6x5/16 x 6" W ITH (4) 3/4"0
A325 BOLTS IN STANDARD
HOLES BETW EEN ANGLE
REF PLAN � / AND BEAM, AND (4) 3/4"0
A325 BOLTS IN STANDARD
HOLES BETW EEN ANDGLE
AND COWMN
GABLE FRAMING AT
ECCENTRIC COLUMN
4 3,4•-,•-0•
REFARCHf / — BRICKVENEER-
REF ARCH
L6x6x5/i6xCONT . ROOFDECK-
GALVANIZED � . REFPLAN
STEEL BEAM -
REFPLAN,TVP �
►
V2
1/2"THICKSTIFFENER �I� ��2
PLATE.TYP I
STEELCOLUMN-
REF PLAN I
�� STEEL BEAM -
REF PLAN
I
GABLE FRAMING AT
ECCENTRIC COLUMN
5 3,4•-,•-0•
CONT362T150-43WITH —STEELTUBE-
(2) #10 SCREWS TO EACH REF PLAN
STUD AND (1) #10 SGFEW
@ i 6" OC TO STEEL TUBE.
SEE NOTE 1.
, � � 362 51 624 3ST11D5@i6"
OG SEE NOTE 1.
T.O. STORE FRONT GLPZING �
�� E��aEFaacN7 ' f 1 � coNraszrisaaawirH
(2) #10 SCRE W S TO
EACH STUD
STOREFRONTGLAZMG :�
PERARCH.REF
MANl1FACTl1RER SPECS � �
BRICK SUPPORT ON
LOW BEAM
9 �,.-,._o.
STOREFRONT GLAZING
SUPPORT DETAIL
10 , ,,2.-, _o.
NOTES:
L EVERYTHIRDSTUD(48"OC)SHALLBETSN
362M W W ELDED TO STEEL TU BE M LIEU OF
SCREW ED CONNECTION.
.s'I��/►
�
BANK OF AMERICA
& MERRILL LYNCH
106TH ST. & N. MICHIGAN RD.
CARMEL, IN 46077
SERIAL NUM./MANH. ID:
DESIGNATION:
NRSP VERSION: 2.0
BULLETIN: 07-2018
Gensler
11EMadison Te13124560123
Suite300 Fax 312456.0124
Chiragq IL 60602
Unitetl States
Jones Lang LaSalle
T: 612271.8218
Attn: Patrick Hassett
`'�.. Dale Descriplion
1 08.02.19 ISSUE FOR PERMIT
Seal I Sigreture
No. 11800688
STnTE Of
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RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
rl
`��¢m�' lamn�Ml1 �
onrE: 12/31/19
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wiHcaHo.H on.nsnowH.neReoNss wwcaHoroRosa.�,wes
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nroRwn�nmoPaenmPanomoFiMeceoRP u..rveexr.zes�s'ms'iMecwer
PEFEPENQ SGLE IN INCXES
a i z �
Praject Name
CARMEL
EXP 07/3 V20
PrajectNumher
21.0352.000
Descriptian
STEEL DETAILS
s�ie
As indicated
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S03.02
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